Consolidated-Undrained Triaxial Test Results of Opalinus Clay and Comparison with Caprock Shales-Reference-Cited by-同舟云学术

Consolidated-Undrained Triaxial Test Results of Opalinus Clay and Comparison with Caprock Shales

Published:2017 Issue: Volume: Page:330-337
ISSN:1866-8755
Container-title:Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS)
language:
Short-container-title:

Author:

Giger Silvio,Ewy Russell,Stankovic Rudy

Publisher

Springer International Publishing

Link

http://link.springer.com/content/pdf/10.1007/978-3-319-52773-4_38

Reference8 articles.

1. Bossart P, Thury M (eds) (2008) Mont Terri Rock Laboratory – Project, Programme 1996 to 2007 and Results. Reports of the Swiss Geological Survey No. 3 – Swiss Geological Survey, Wabern

2. Ewy RT, Stankovich RJ, Bovberg CA (2003) Mechanical behavior of some clays and shales from 200 m to 3800 m depth. In: 39th U.S. Rock Mechanics Symposium/12th Panamerican Conference Soil Mech & Geotech Eng. MIT, Cambridge, USA, 22–26 June 2003

3. Ewy RT, Bovberg CA, Stankovic RJ (2010) Strength anisotropy of mudstones and shales. In: 44th U.S. Rock Mechanics Symposium/5th U.S.-Canada Rock Mechanics Symposium, Salt Lake City, USA, 27–30 June, 2010. paper ARMA 10-114

4. Favero V, Ferrari A, Laloui L (2016) Consolidated-drained triaxial testing of Opalinus Clay. Nagra Int. Ber

5. Effective Stress Tests;KH Head,1998

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Laboratory Evaluation of Mechanical Properties of Draupne Shale Relevant for CO2 Seal Integrity;Geosciences;2021-06-05

2. Asymptotic state model of saturated low liquid-limit clay under partial drainage condition;Bulletin of Engineering Geology and the Environment;2019-11-16

3. Investigation on anisotropy of mechanical properties of Callovo-Oxfordian claystone;Engineering Geology;2019-03